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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹53.4 LAccepted-Finance NA | ₹53.4 L | L1 | Accepted-Finance Lowest |
| 2 | L2₹53.5 LRejected-Finance | ₹53.5 L | L2 | Rejected-Finance Upper |
| 3 | L3₹54.6 LRejected-Finance CHATAI SHEEP WARD NO 07 NEW MARKET ROAD AHIWARA DURG CHHATTISGARH 490036 | DURG | CHHATTISGARH | 490036 | ₹54.6 L | L3 | Rejected-Finance Upper |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹53.5 L
EMD Value
₹4.7 L
Closing Date
9 Apr 2026, 5:00 pmClosed
EXECUTIVE OFFICER
NAGAR PALIKA PARISHAD LONI GHAZIABAD
Construction work In Npp Loni Work No 16
2026_DOLBU_1131879_16
2293/NPPLONI/2025-26 DATE 19-03-2026
Open Tender
Civil Works
45 days
NAGAR PALIKA PARISHAD LONI GHAZIABAD
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,372
EXECUTIVE OFFICER
₹4.7 L
20 Apr 2026
31 Mar 2026
10 Apr 2026
31 Mar 2026
9 Apr 2026
31 Mar 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.In cement mortar DSR NO. 15.7.4 | |||||
| 2 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 3031 (With Ordinery Earth in Patri work) up to 15 km | 0.6 | CUM | - | - |
| 31:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | |||||
| 4Supplying, fitting and placing with MS bar reinforcement (Fe 415) in substructrue complete as per drawings and technicalspecification Clauses 1002, 1005, 1010 & 1202 including bending for proper and necessary completion of the work and including supply of steel and wastages, bends, hooks and authorised overlapping shall be measurised as per direction of Engineer-in-charge. | |||||
| 5Plain/reinforced cement concrete (Grade M20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 | |||||
| 6Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density. | |||||
| 7Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 | |||||
| 8Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. Gray Base | |||||
| 9Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.Colour Base | |||||
| 10Plain/reinforced cement concrete M20 (1:2:4) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 | |||||
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